Report (8) — L/'''''
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, 1 111101161084.. 1.' 81184,880,41,4888.44888888888.088844884888888,4840818.88014888888•14.018
`*-*1.4., . , "(Ilene plans and the clearlons herd
1 1,,,,Nr*‘,,- ' 0.,:Cril ''''' i •,,,,,, are copyrlehted Under Federal L
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Important 1 C)feciost.
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. 45,12 1-1'N NEAPER- ONTIRJOUS -
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, , -NOTE,NEAGEtR WIPTI•IMUE11 eE "
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THE SAME AE SUPPORT f4{P.,4P1IN . •
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(2)STRAPS VRONT 4$44CK : •
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te)ETRAP9 TOTAL PER FRAme NOTES: .
20000 MIN,EACI4 _ 1, VERTICAL notiel..$ARE.4 WITI-I 4.•LEa The,plan*you have purcha3ed ili4G
: for the construction or ONE
1,15E SIMPBON TIOT4tY0TRAPE 2, HORIZONTAL WALL REHR.MIN(l)*4 OR , .
: ; Under NO irallffltarleefi 16 it. [0(44t1
.. PER HOLP paliki 10.EOU1REMENT,WHICHEvER 19
' • to L.-...0,id(rain theze tans inche-than
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Mom REwmicrivE• .
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3. ANcHoR raOLTS ARE(2)112'MIN.PER L. '
. once wlthout the written cor,oent from
_ 4x4 MIN.EA.SiCe • : the3 deoforler Mark 5traw3rt.Th ene pial
II 0 '' -"A-' 4. ROCE IS TO RE 1014EATHEP WITH AP.A.RATED kat/
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STRUCTURAL 1.15E F*ANE1.8 -
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. . ' will fully proadrowte AN'r vlolatIon of
/ t°i . copyrfrahted deeln0 and plane.
. Furthermore It la urtc4eretood that It!
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L202)4" 0/457°1"4% 418" 0**'---22 './2"---1="1- : and wIthrn the conflnen of the qoyer
„..._ ti,ti.1.4,4L. MIN.PANEL . „ turled'ot'on,Mark Etewart a Ar.noolat
PANEL POI@(4)TOTAL
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: 1........t.anee•NO reeponblOIllty for the conr,
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POOVNG MIN. irb iqi' 1 1 D/01 PLY OR ___
\ WITH(2)*4 lEAR6 CONT.-," 10, I 1 i 2111,1 PART,DO.ON MEDALLION MleADO.
11 ''''' ExTEN2 ley.E.ArsouND ..,,,IN
1 cosmwes , , , e,cyn-1 OVES OF PANEL
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,2)112'4)412,"A .PER PANEL .
PAGE
2- STORY 5TRUCTLIFRE (PORTAL FR41-1E) THEPANELS AT EAC:1-4 , t'41::) OF FAO-4 POFTAL
—
N.T.S. FRAME MUST SE EQUAL UJIE>T14 AND HEICIHT
--"---
14,0484881188.88444.84888814108.118818808148,
, „,_
2. All edges of panel-type wall bracing shall be attached to framing or blocking,excgpt GB bracing horizontal joints shall
not be required to be blocked when joints are fmished.
3. Two LIB braces installed at a 60°angle shall be permitted to be substituted for each 45°angle LIB brace.
4. For 8-foot or 9-foot wall height.brace panel minimum length shall beQermitted to be reduced to 36-inch or 42-inch
length,respectively,where not located adjacent to a door opening. A braced wall panel shall be permitted to be
reduced to a 32-inch length when studs at each end of the braced wall panel are anchored to foundation or framing
below using hold-down device with minimum 2.800 lbs.design tension capacity. For detached single story garages
and attached garages supporting roof only,a minimum 24-inch brace panel length shall be permitted on one wall
containing one or more garage door openings.
The 24"braced wall panel length is intended to be located adjacent to the garage door opening.
5. Bracing methods designated CS-WSP and CS-SFB shall have sheathing installed on all sheathable surfaces above.
below,and between wall openings.
6. For purposes of bracing in accordance with Section R602.10.2.two portal frame brace panels with wood structural
panel sheathing applied to the exterior face of each brace panel as shown in Figure R602.10.1 shall be considered
equivalent to one braced wall panel.
EXTENT OF HEADER WITH DOUBLE PORTAL FRAMES(TWO BRACED WALL PANELS)
EXTENT OF HEADER WITH SINGLE PORTAL FRAME
(ONE BRACED WALL PANEL) ;
I T-18'ROUGH FRAMED WIDTH OF OPENING 1
I 1 FOR SINGLE OR DOUBLE PORTAL I
s
4'MAX PONY'1 I I TENSION STRAP ON
WALL HEIGHTS 1 OPPOSITE SIOE OF
I M ■I' 11 SHEATHING) _
f HIN 3 X 11 V4 NET HEADER(STEEL j BRACED WALL LINE
1 G L; HEADER PROHIBITED ONLY W97H PF) I
..„..."4.- WITH WOODSTRUCTTHEO �
WITH WOOD STRUCTURAL
FASTEN SHEATHING TO HEADER WITH 80 I ; PANELS I I FASTEN 70P PLATE TO
COMMON OR GALVANIZED BOX NAILS IN 3'GRID t 1'
t4 1 PATTERN AS SHOWN I I !' HEADER TWO
}; IF NEEDED PANEL 111 ROWS OF 160 SINKER
HEADER TO JACK-STUD STRAP ON BOTH SIDES SPLICE EDGES SHALL I yL� NAILS AT 3"O.C.NP.
< OF OPENING OPPOSITE SIDE OF SHEATHING', f OCCUR AND BE J1 I i
12 "1 STRAP CAPACITY SHALL EQUAL 1,000 LBS.OR I' I ATTACHED TO J
¢ S 4,000 LBS WHEN PONY WALL IS PRESENT I I: i COMMON BLOCKING w ' i
I I WITHIN 26'OF WALL •
:- C El
MIN.DOUBLE STUD FRAMING COVERED WITH MIN. I . I MID-HEIGHT.ONE ROW ui J MIN.7116'WOOD
a
WIT THICK WOOD STRUCTURAL PANEL OF 3'O.C.NAILING IS 1'I =1 {1
E , SHEATHING WITH 80 COMMON OR GALVANIZED REQUIRED IN EACH 711.
1 `a STRUCTURAL PANEL
IS 2 1,,„.;
BOX NAILS AT 3"O.C.IN ALL FRAMING(STUDS, ' i PANEL EDGE i I a SHEATHING
BLOCKING,AND SILLS)TIP. '
( 'i 1 1?
MINIMUM PANEL LENGTH 1 i TYPICAL PORTAL 4 h !
H
FRAME CONSTRUCTION •
WALL HEIGHT,ft 8 9 110 I 11 12 I; ) \?II. 1--- MIN.2X4 STUDS 009TH
L I I ( ( r d `� i PONY WALL HEIGHT UP TO
PANEL LENGTH,In. 18 118 1 20 Z2 24 I 1 p 2;MIN,2XB STUDS WITH
N, I I I I MIN.DOUBLE PORT 1 00 PONY WALL HEIGHT
�,y (KING AND JACK STUD). I.I I.) GREATER THAN 2'.
j S+p , NUMBER OF JACK 1
I T y?../,,°( MIN(2)1/2"DIAMETER ANCHOR BOLTS I STUDS PER TABLES
r' INSTALLED PER R403.1 B WITH 212'X3116"PLATE f 1 R532.5(1)8(2) I S
d WASHER '
I
I ANCHOR BOLTS PER `1--m
L SECTION R403.1 6 S I.
-
OVER CONCRETE OR MASONRY BLOCK FOUNDATION (21 FRAMING ANCHORS
-rt- HF- 1 APPLIED ACROSS
SHEATHING JOINT WITH A
WOOD STRUCTURAL PANEL NAIL SOLE PLATE I S CAPACITY OF 670 LBS IN T i
SHEATHING TO TOP OF BAND OR TO JOIST PPR THE HORIZONTAL Iy 1 NAIL SOLE
n I RIM JOIST TABLE R602.3(11 I I DIRECTION ..."1119.69r..---. I ' PLATE TO JOIST
/
PER TABLE
WOOD STRUCTURAL PAL j ,y.
R602.3(1)
SHEATHING OVER NES
APPROVED BAND OR RIM r
OVER RAISED WOOD FLOOR-FRAMING ANCHOR OPTION .:GIST ' APPROVED BAND
-i OR RIM JOIST
-•,r ATTACH SHEATHING TO y„
11�. WOOD STRUCTURAL 1 BANG OR RIM JOIST WITH
` PANEL SHEATHING NAIL SOLE PLATE eD COMMON NAILS A'3"
2¢; O.C.TOP AND BOTTOM A
NAIL SOLE
>; CONTINUOUS OVER BAND TO JOIST PER
g OR RIM JOIST TABLE 8602.3(1) 5 •
PLATE TO JOIST
° A
8602 ABL
L--- 1 WOOD STRUCTURAL PANEL 4 �, R602.3(1)
`{ SHEATHING OVER 4
k _ >! APPROVED BAND OR RIM J7- ,-,-„ }
OVER RAISED WOOD FLOOR-OVERLAP OPTION JOIST ,? APPROVED BAND
OR RIM JOIST
FRONT ELEVATION SECTION
For SI: 1 inch=25.4 mm,1 foot=305 mm,1 lb=4.45 N
Figure R602.10.1
Method PF—Portal Frame Construction
•
w
WOOD
EXTENT OF HEADER
DOUBLE PORTAL FRAME(TWO BRACED WALL PANELS)
EXTENT OF HEADER
SINGLE PORTAL FRAME(ONE BRACED WALL PANEL)
:
11 MIN.3'X 11.25" NET HEADER • i
1•' . . .i j 4IM 7!.. . • •?:
?.i 61-018' .....11 1
Si+
.k FASTEN TOP PLATE TO HEADER WITH TWO TYPICAL PORTAL '�,-.....!.....:___7_..,..4
k ' ROWS OF 160 SINKER NAILS AT 3'O,C.TYP. 1000 LB FRAME 4
''I,. STRAP CONSTRUCTION .-f s
i 1000 LB STRAP OPPOSITE SHEATHING 4
"' FORA PANEL SPLICE 1
, (IF NEEDED),PANEL j .i
. .. FASTEN SHEATHING TO HEADER WITH 80 COMMON OR ..
MAX •4 N. GALVANIZED'BOX NAILS IN 3"GRID PATTERN AS SHOWN AND EDGES SHALL BE 1 S -.
HEIGHT_. , 3`O.C.IN ALL FRAMING(STUDS,BLOCKING,AND SE I R)TYR BLOCKED,AND OCCUR a., 1
10 ••- WITHIN 24"OF MID- .1 a
• ^� MIN WIDTH_-16"FOR ONE-STORY STRUCTURES HEIGHT.ONE ROW OF
"� 1
1 � TYP.SHEATHING-TO
MIN.WIDTH=24'FOR USE#N THE FIRST OF TWO- r
- FRAMING NAILING 1S .;.: •i
STORY STRUCTURES REQUIRED. q
.{. •f-------- "MIN.2x4 FRAMING IF 2X4 BLOCKING IS .j
M#N. USED,THE 2X4'S MUST
- 3/8'MIN.TH#CKNESS WOOD DOUBLE BE NAILED TOGETHER
.1• STRUCTURAL PANEL SHEATHING 214 POST WITH 31 fiD SINKERS
-17,,,,,„_--.--MIN.3500 LB TIE-DOWN DEVICE(EMBEDDED INTO
"T '+ CONCRETE AND NAILED INTO FRAMING) MIN_1000 LB
I:-.I i, TIE DOWN ;
T ' ,•I SEE SECTION 2308.6.5 2 DEVICE r°.
i I1 I p
ions
For SI: 1 foot=304.8 mm:1 inch=25.4 mm:1 pound=4.448 N.
FIGURE 2308.6.5.2
PORTAL FRAME WITH HOLD-DOWNS(PFH)
2308.6.6 Cripple wall bracing. Cripple walls shall be with Table 2308.6.1. Where interior braced wall lines
braced in accordance with the following. occur without a continuous foundation below, the
2308.6.6.1 Cripple wall bracing in Seismic Design length of parallel exterior cripple wall bracing shall be
Category A,B and C.For the purposes of this section, one and one-half times the lengths required by Table
cripple walls in Seismic Design Categories A,B and C 2308.6.1.Where the cripple wall sheathing type used is
having a stud height exceeding 14 inches (356 mm) method WSP or DWB and this additional length of
shall be considered a story and shall be braced in accor- cannot be provided, the capacity of WSP or
dance with Table 2308.6(1). Spacing of edge nailing DWB sheathing shall be increased by reducing the
for required cripple wall bracing shall not exceed 6 spacing of fasteners along the perimeter of each piece
inches (152 mm) on center along the foundation plate of sheathing to 4 inches(102 mm) on center.
and the top plate of the cripple wall. Nail size, nail 2308.6.7 Connections of braced wall panels. Braced
spacing for field nailing and more restrictive boundary wall panel joints shall occur over studs or blocking.
nailing requirements shall be as required elsewhere in Braced wall panels shall be fastened to studs,top and bot-
the code for the specific bracing material used. torn plates and at panel edges.Braced wall panels shall be
2308.6.6.2 Cripple wall bracing in Seismic Design applied to nominal 2-inch-wide [actual 11/2 inch(38 mm)]
Category D and E. For the purposes of this section, or larger stud framing.
cripple walls in Seismic Design Category D and E hay- 2308.6.7.1 Bottom plate connection. Braced wall line
ing a stud height exceeding 14 inches (356 mm) shall bottom plates shall be connected to joists or full-depth
be considered a story and shall be braced in accordance
Pc72
514 2014 OREGON STRUCTURAL SPECIALTY CODE
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